Arsenic in drinking water - Problems and solutions

Citation
T. Viraraghavan et al., Arsenic in drinking water - Problems and solutions, WATER SCI T, 40(2), 1999, pp. 69-76
Citations number
33
Categorie Soggetti
Environment/Ecology
Journal title
WATER SCIENCE AND TECHNOLOGY
ISSN journal
02731223 → ACNP
Volume
40
Issue
2
Year of publication
1999
Pages
69 - 76
Database
ISI
SICI code
0273-1223(1999)40:2<69:AIDW-P>2.0.ZU;2-K
Abstract
The current United States maximum contaminant level for arsenic in drinking water is set at 50 mu g/l. Because of the cancer risks involved, Canada ha s already lowered the maximum contaminant level to 25 mu g/l; the United St ates Environmental Protection Agency is reviewing the current allowable lev el for arsenic with a view of lowering it significantly. Various treatment methods have been adopted to remove arsenic from drinking water. These meth ods include 1) adsorption-coprecipitation using iron and aluminum salts, 2) adsorption on activated alumina, activated carbon, and activated bauxite, 3) reverse osmosis, 4) ion exchange and 5) oxidation followed by filtration . Because of the promise of oxidation-filtration systems, column studies we re conducted at the University of Regina to examine oxidation with KMnO4 fo llowed by filtration using manganese greensand and iron-oxide coated sand t o examine the removal of arsenic from drinking water; these results were co mpared with the data from ion exchange studies. These studies demonstrated that As (III) could be reduced from 200 mu g/l to below 25 mu g/l by the ma nganese greensand system. In the case of manganese greensand filtration, ad dition of iron in the ratio of 20:1 was found necessary to achieve this rem oval. (C) 1999 Published by Elsevier Science Ltd on behalf of the IAWQ. All rights reserved.